Lateral Buckling Studied of Rectangular Plate with Two Opposite Edges Clamped under the Action of a Concentrated Loads
This study is focus on investigating the lateral buckling of the rectangular plate with two opposite edges clamped under the action of concentrated load. A analytical method of thirty rectangular plate which fixed at two opposite edges with one hundred and fifty buckling modality of concentrated loa...
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| Veröffentlicht in: | Advanced Materials Research 2013-01, Vol.671-674, p.1600-1603 |
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| creator | Jiang, Li Qiang Wu, Song Jin Yuan, Wei Ning |
| description | This study is focus on investigating the lateral buckling of the rectangular plate with two opposite edges clamped under the action of concentrated load. A analytical method of thirty rectangular plate which fixed at two opposite edges with one hundred and fifty buckling modality of concentrated load has been calculated by using the ANSYS finite element software. The curves of lateral buckling minimum critical load could be achieved by the calculation. Compared with the results from the existing calculation formula, the limitation applicability of the formula would be determined. To have a better agreement with ANSYS analysis results, this formula would be corrected by the analysis of the comparison between existing formula and ANSYS results. This research could provide effective methods for engineering design. |
| doi_str_mv | 10.4028/www.scientific.net/AMR.671-674.1600 |
| format | Article |
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A analytical method of thirty rectangular plate which fixed at two opposite edges with one hundred and fifty buckling modality of concentrated load has been calculated by using the ANSYS finite element software. The curves of lateral buckling minimum critical load could be achieved by the calculation. Compared with the results from the existing calculation formula, the limitation applicability of the formula would be determined. To have a better agreement with ANSYS analysis results, this formula would be corrected by the analysis of the comparison between existing formula and ANSYS results. 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This research could provide effective methods for engineering design.</description><subject>Buckling</subject><subject>Clamping</subject><subject>Computer programs</subject><subject>Finite element method</subject><subject>Formulas (mathematics)</subject><subject>Mathematical analysis</subject><subject>Rectangular plates</subject><subject>Software</subject><issn>1022-6680</issn><issn>1662-8985</issn><issn>1662-8985</issn><isbn>3037856610</isbn><isbn>9783037856611</isbn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNqVkU1r3DAQhk0_oEna_6BjodiRZFmWj1uz_YAtKWl6FlpptKvUK7mSXNN_Xy0b6DkHMaB552GGp6o-ENwwTMXtuq5N0g58dtbpxkO-3Xy7b3hPat6zhnCMX1RXhHNai0F0L6vrFre96Dgn-FVpYEprzgV-U12n9IgxZ4R2V9WfncoQ1YQ-LvrX5PwB_ciLcWBQsOgedFb-sEwqou9TCaLV5SN6WAO6m-eQXPnZmgMkNE7qNJehxRuIKB8BbXR2wZ8pCo3B67J4LASDdkGZ9LZ6bdWU4N1Tval-fto-jF_q3d3nr-NmV-uW4FxTsAJA0L3qzNCJfU8J7Xlr6V6zdsDUUk5Jz4hhVilgVPTAmKFQ2jBY3rY31fsLd47h9wIpy5NLGqZJeQhLkkR0XTsw2vUlOl6iOoaUIlg5R3dS8a8kWJ4VyKJA_lcgiwJZFMiioDwmzwoKZXuhlGt9yqCP8jEs0Zcjn8X5B-GrmNg</recordid><startdate>20130101</startdate><enddate>20130101</enddate><creator>Jiang, Li Qiang</creator><creator>Wu, Song Jin</creator><creator>Yuan, Wei Ning</creator><general>Trans Tech Publications Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>JG9</scope></search><sort><creationdate>20130101</creationdate><title>Lateral Buckling Studied of Rectangular Plate with Two Opposite Edges Clamped under the Action of a Concentrated Loads</title><author>Jiang, Li Qiang ; Wu, Song Jin ; Yuan, Wei Ning</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c310t-2ef8ee82ba5d958b7212763f2bc43902f2621741d4faae4287e44d2ebc4e9f633</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Buckling</topic><topic>Clamping</topic><topic>Computer programs</topic><topic>Finite element method</topic><topic>Formulas (mathematics)</topic><topic>Mathematical analysis</topic><topic>Rectangular plates</topic><topic>Software</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Jiang, Li Qiang</creatorcontrib><creatorcontrib>Wu, Song Jin</creatorcontrib><creatorcontrib>Yuan, Wei Ning</creatorcontrib><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Materials Research Database</collection><jtitle>Advanced Materials Research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Jiang, Li Qiang</au><au>Wu, Song Jin</au><au>Yuan, Wei Ning</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Lateral Buckling Studied of Rectangular Plate with Two Opposite Edges Clamped under the Action of a Concentrated Loads</atitle><jtitle>Advanced Materials Research</jtitle><date>2013-01-01</date><risdate>2013</risdate><volume>671-674</volume><spage>1600</spage><epage>1603</epage><pages>1600-1603</pages><issn>1022-6680</issn><issn>1662-8985</issn><eissn>1662-8985</eissn><isbn>3037856610</isbn><isbn>9783037856611</isbn><abstract>This study is focus on investigating the lateral buckling of the rectangular plate with two opposite edges clamped under the action of concentrated load. A analytical method of thirty rectangular plate which fixed at two opposite edges with one hundred and fifty buckling modality of concentrated load has been calculated by using the ANSYS finite element software. The curves of lateral buckling minimum critical load could be achieved by the calculation. Compared with the results from the existing calculation formula, the limitation applicability of the formula would be determined. To have a better agreement with ANSYS analysis results, this formula would be corrected by the analysis of the comparison between existing formula and ANSYS results. This research could provide effective methods for engineering design.</abstract><pub>Trans Tech Publications Ltd</pub><doi>10.4028/www.scientific.net/AMR.671-674.1600</doi><tpages>4</tpages></addata></record> |
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| subjects | Buckling Clamping Computer programs Finite element method Formulas (mathematics) Mathematical analysis Rectangular plates Software |
| title | Lateral Buckling Studied of Rectangular Plate with Two Opposite Edges Clamped under the Action of a Concentrated Loads |
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